HomeMy WebLinkAbout1996-008291 - new septic system -� PERMIT
- CITY OF ORONO PERMIT TYPE:
2750 Kelley Parkway- P.O. Box 66 ��;F-,�,i�'�� L� �1��; �.�
Crystal Bay, Minnesota 55323 Permit Number: �_���;:.t„��
Date Issued: �
(612) 473-7357 i};=;E'.�::?:`=ar,
SITE ADDRESS:
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DESCRIPTION:
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REMARKS:
FEE SUMMARY:
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CONTRACTOR: — H�=�=i i r.:�.t�i. — OWNER:
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APPLICANT-PERMITEE SIGNAT � ISSUED BY:SIGNATURE ��!�
s
.,�-�� ����
CITY OF ORONO S�PTIC SYSTEM PERIVIIT APPLICATION
Box 66 (2750 Kelley Parkway)
Crystal Bay, N�1 5�323
� ` �,
JOB SITE ADDRESS: �S
Occupancy Type: Residential � Comm�rcial Other
Permit Type: New or Replacement System, $100.00
Repair E�cisting System, $ 50.00
(Tanks or Drainfield)
0.50 State surcharge added to above fees
� *See fee schedule for non-residential permit fees
G � � � Phone Number:
Owner's Name: � , . 3 3
l�1ailing Address: � — - Crty: � �P'���2
Contractor's Name: PhoneNumber: y7l ��/,�/
Mailing Address: .� � City: �P�,.��j��
DO NOT MAII� PAYMENT WTTH THIS APPLICATION
GEiYERAL Ti�1STRUCTIONS
1. Applications for septic system permits may be mailed or submitted in person at the Ciry
Offices; however, permits will not be mailed out. The permit must be picked up in
person at the Ciry Offices and work must not begin unless the permit card is on the job
site.
2. Permits will be issued only to contractors holding a Ciry of Orono Septic System
Installers License.
3. All work must be done in accordance with the approved septic system design. Design
reports are not considered approved unless accompanied by the "City of Orono Septic
System Approval" cover sheet sigried by the City Inspector.
4. The followin� inspections will be required for all septic systems:
A. Pre-installation site inspection to include inspector, installer, and general contractor.
B. Tank installation prior to covering.
C. Drainfield trench installation prior to covering. For mounds, inspection is required
after rough-up but prior to sand placement (sand will be jar tested for silt content),
and again during pressure distribution piping installation in the rock bed.
D. Final inspection to verify proper final cover depths and to verify that all pump station
(where required) components are functional and comply with codes.
5. Individual holding MPCA Installer Certificate shall be present during inspections: A 24-
hour notice is required for all inspections.
i
NOTE: Applicant must irutial all spaces. Fill in all appropriate blanks, check all appropriate
boxes.
l. I have received a copy of the system design including the Ciry of Orono
Septic System Approval Cover Sheet.
2. I will be installin� the following:
A. Tanks: �° Precast Concrete Other Manufacturer
Tank Capacities: 1) � gal. 2) �'�t_7 gal. 3)/d ap gal.
B. Pump Station (if required)
Pump make & model (atta,�h.�timp curve &
literature); system design requires gpm t � feet of head.
High water alarm make & model Outside
electrical work to be completed by installer electrician �
other Inside electrical work must be completed y
electrician. - •
C. Treatment System:
Trenches: s.f. Mound
Depth of rock below pipe " Rock bed dimensions �f 'x v�
Drop Boxes Sand bed dimensions �'x�'
Distribution Box Pressure Dist. Pipe Diam. � "
Maniford Pipe Diam. � "
D. Final Cover/Topsoil to be: � borrowed from site
(show location on site plan)
_� trucked in
The undersigned hereby applies to the City of Orono for issuance of a septic system installation
permit, agrees to do all work in strict accordance with the ordinances of the City and the
regulations of the State of Minnesota, and certifies that all statements made on this application
are complete, true and correct.
Signature ofApplicant: Date: ��_
MPCA Certification No.: �'��
Staff Review: Approval - Denial
i , ��i -
Reviewer: - - �� - �- /-� �; -- Date: ��,,;'; ��,�
,'..j .,�;
Reason for Denial•
'� O ,��� ,�',�
�I�' ITY OF ORONO
Q ^,. O �,, "�'��� , � ,� S YSTEM APPROVAL
¢n:,'`.
�j a �' .
y� � �.�£�'���i'.a a-. �°�
��,.�� � �:i�� I O� OR���
� � � ������' ��
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"� �,� ,,����y �+ �
, �n?— �, ht�t�ots��
,� ti. xd/. ti, po�c orr�Box�
,�9 �, �4 ����G c�y��aay,hlinnesota 553Z3-0066
kEsxog'
� LOCATION: 945 cox Farm Rd.
OWNER: Mathew Sanford
GENERAL CONTItACTOR: SEPTIC CONTRACTOR:
SITE EVALUATOR: Development Eng. REPORT DATE: June 10, 1996
The City of Orono has approved your on-site system design as of June 10, 19 9 6
(approved-disapproved) (date)
wich dle following cocrunents: A lift pump will be required in the basement to
keep the tanks shallow as the water table is near the surface.
i
THIS IS NOT A PERMIT. This is a design approval form which must accompany the site plan. A permit must
be issued to a Iicensed septic contractor prior to instaIlation. A list of currently licensed septic contractors is
enclosed.
NOTICE TO INSTALLERS: Any changes to the approved plans and specs must have prior.approval of the ;
Inspector (473-7357). Call for inspections 24 hours in advance.
ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to building site excavation and fencing must remain
in place until final site grading. Approvai to pour footings will not be granted until the Iiispections Department �
has verified that primary and alternate sites are adequately protected. �
NO VEHICULAR TRAFFIC OF ANY KIND (cars, trucks, earth moving equipment, etc.) is allowed within 20' i
of tested drainfield sites either before or after system construction. Compaction of these areas could render them i
unusable prohibiting the timely completion and or limiting the long term use of the property. I
A site copy will be available at the City Offices for the seQtic contractor.
CITY O O ONO
By ,��
Stephen ckman, On-site Systems Manager -
TELEPHONE-473-7357�FAX-473-0510
�
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�4-tN�`-r �,�,�r� ��o c�r.�� , �n��v 1-:T�"�1� r.t�i 7'}-�-
C� T`� �rJS��7'o r2 1�'j/� . ST�-� ',/E; l.C��C�YYJ�4/� a�
-T�1 S �,e.o r.�l,ern �V�Ti�-� Se,45o�Jr�� u�,4-�2 0
��'C� �X ! STi lv f� �,�o C��l� l S �b l�I n�� u.l!T�--�
J-ou� i�o��e ; ��t��o,�/n�C� r.J�{-T;;� � (.�.c�rq���J�
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C�'�g��O � CJ��Cssrc ST'�'.v�:�J�.�S - 9�5 Co� ��4er-� �a��j
.�� �� •(Z��� MOUND DESIGN WORKSHEET
�� 1�l (For Flows up to 1200 gpd)
`� �D oor✓� v US�
A. �,,QW Esumated Scwage Flow in Gallaff pa Day(gpd)
Estimated �DO gpd \�anbcr �
of Type[ Type II Type III Type IV
or measured x 1.5 = g-pd. s��m5
� � 1�QD �i�� �v'M)DJ^� 3 4� 30p I 28 ��
B. SEPTTC TANK LIQUID VOLU:�IES Ts��K a boo 375 ; zsb .�
gdllOILS .�a a '� ��0� �Al. '�f�n.l�s 6 900 57S ' 332 e�
� 1050 600 � 370 m�„
�C�5 �2D/�'1 ��J �j�C����'�� �S �i2 o�a✓e2 8 I200 675 ; 408
C. SOIIS (refer to site evaluation)-
v�� w�� .��
�� r� c�.a.-u.
a•E• 1. Depth to restricting layer = Ia. inches B��� �-° p„�
2_ Depth of percolation tests = ►a '' inches � `'"°"' `p"�`�
3. Percolation rate �a mpi 23 a� ,'000 i.soo
s�b i.soo
4. Land slope �f-7 % ;o�a z000 3.000
ovc 9 See 6g.C-6 (z IS)
D. ROCK LAYER DIME.�tSIONS
1. Multiply flow rate by 0.83 to obtain required area of rock
layer: A x 0.83 =
oa gpd x 0.83 sq. ft./gpd = �-�9� sq. ft.
2. Select width of rock laver (10 feet or less) _ /0 ft.
3. Length of rock layer = a.rea =width = Rock Bed
�98 sq. ft. 1 � ft. = 5o ft. ,.ti.�.ti.�.�.�.�.�.,.�.,.,.�.....�
.f.f.�.,.f.f.f.,.f.f.,.,.f.,...f.
ti.ti.�.�.ti......ti.�.�.,...�.�.�.�.,
.'.tifti:tirti:L.':'.:'.:`.�`.tirti:'.C'.ti'•:f{ idth <_10 ft.
.t.l.l.l.l.t.l.r.l.l•r.J•J•/.J.I•
ti.\•�•ti•�•�•�•ti•ti•ti.ti•ti.1•ti•ti•ti•\
.,f,;,f,f,f,f,;,;,f,f,f,r,r,�,f,f,
E. ROCK VOLUME �"-- Length �
1. Multiply rock area by rock depth to get cubic feet of rock;
49S sq. ft. x�ft. _ �cu. ft.
2 Divide cu. ft. by 27 cu. ft./cu. yd. to get cubic yards;
'�g_cu. ft. = 27 = �_cu. yd.
3. Multiply cubic yards by 1.4 to get weight of rock in tons;
� cu. yd. x 1.4 ton/cu. yd. = a7 tons.
F. ADSORI'TION WIDTH qbsoroaon Width Sian Table
1. Percolation rate in top 12 inches of soil is I o mpi f'eccolahon Rate G"� "�d
Vtinutes per�nch Soil Texture pe.�� �,m
(mpi) tae .eooaa
�h
2. Select allowable soil loading rate from table; Faster than 0.1 oarse Sand 1.2o i.00
0•7 gpd/ft� 0.1 to� Sand 060 1.00
0.1 to� Fne Sand" �
6 to 15 andy Loam 1 S2
16 to 30 Loam �•� �
3. Calculate adsorption width ratio by dividing rock layer 31 to 45 Si]t Loam o50 2.�0
loading rate of 1.20 gpd/ft2 by allowable soil loading rate; �6 to 60 Clav Loam o.�5 2.6�
61 t0120 Clay 024 5.00
1.20 gpd/ftz= O.�9 gpd/ft� = I• So� Slower than IZO Clav - -
"Soil havting�0%or more oF fine or very fine sand
4. Multiply adsorption width ratio by rock layer �vidth to get
required adsorption width;
.�x �ft = I5. Zft
�si6N �`� '. �c'v��.o Pr�?�"�I1" �N�i�JEc��.v�, I° � ,
�om p��y ��e�,�sc No . � o mPc� 62
G. DOWNSLOPE DIICE WIDTH �}-•7 %
1. If landslope is 3% or more, subtract rock laver width from
adsorption width to obtain minimum do�vnslope dike toe
L5,Z ft-�.ft = S • a feet
2. Calculate ?viinimum mound size based on geometery:
a. Deterrnine depth of dean sand fill at upslope edge of rock
layer: Separation oZ feet
b. Multiply rock layer width by landslope � foot Cover
I toot Ro eo
to determine drop in elevation; �
Slope Difference SeDeretlon _ teet
�� X T�7 °�o = 1�� _ •�7 feet SIODa Otff�rence �• et
UDSIoOe wiCth i
c. Add de th of clean sand for se aration (2a) �3' ��eet �
P P Rock 8e0 width
at upslope edge, depth of rock layer (1 foot) to depth of J3L �ze� oow�5�oo�W�at�
cover (1 foot) to find the mound height at the upslope edge a�'S re°`
of rock layer;
_ 2 ft + lft + lft = � feet
d. Enter table with landslope and upslope dike ratio. �� I , S %
Select dike multiplier of 3 . 3 3
e. Multiply dike multiplier by upslope mound height
to find upslope dike width: � x 3�33 = /3•sfeet
f. Add depth of dean sand for slope difference (2b) at
downslope edge, to the mound height at the upslope edge
of rock layer (2c) to find the downslope height;
,�7 ft + �ft = `�, 5 feet
g. Enter table with landslope and downslope dike rario. 4; I � 5 /a
Select dike multiplier of 5. 0 0
h. Multiply dike multiplier by downslope mound height
to get downslope dike width: S.Oa x 4. S = ZZ•5 feet
i. Compare the values of step G.1 and Step G.2h Select the
greater of the tcvo values as the docvnslope dike width;
oZ a. 5 feet � :
♦ : u/_7rJ e�et�. + �� / � � i
j. Total mound width is the sum of �g
� F �
upslope dike (G.2e) width plus rock ,, E Ro�r o.,N„�� �
_L� �eet
layer width (D.2) plus a uosiooe wiatn uo i oe wiain
downslope dike width(G.2i); J �ie°` �`e i`
l3.5 ft+ 1 b ft +2�.5 ft = � feet � i _ ;
� oo �s�o �w,a�� j
k. Total mound length is the sum of E �a��„� �cs ,� I
upslope dike width (G2e) plus rock layer �
length (D.3) plus upslope dike width (G.2e); �
/3.� ft+ 5o ft + �3.5 ft = 77 feet � € -
Tatal Lenptn _ �'� �
owns ope ps ope
3:1 �:1 5:1 &1 7:1 3:1 d:l S:l 6:1 7:1 8:1
s.Iope
0 3A 4.0 5.0 60 7.0 3.0 6.0 5.0 6.0 7.0 8D
7 3A9 �.17 5.1b 638 �53 291 3.&i 4.76 5.6b 6i4 7.41
2 J.19 �35 556 6.ffi 8.16 283 3.70 4S4 5.36 6.1d 6.90
3 330 {51 5.88 7.32 8.86 2:� 3�'7 435 5.06 i.J9 6Ai
f 3A1 l7 675 7.89 9.T1 26B 3.1i 4.17 0.84 i.�6 6A6
S 353 �.00 667 857 1Q77 261 � 6.00 a.62 5.19 571
6 366 7.1< 938 1207 254 3.21 3.gi 6.61 4.93 i.�l
7 390 556 7.69 1034 13.T3 268 3.12 3.70 4.23 L� i.13
8 3.95 5.88 833 1154 15.91 2G2 3.Q3 3S 4.Q5 1.69 tB8
9 {.11 6.75 9.09 13.06 18.92 236 294 3.ti 3.90 l30 66i
10 {29 6.67 10.0 15.00 'v'33 231 286 3.33 3.T 6.12 4.44
11 �.�8 7.14 I1.11 17.65 30.43 22b 278 3.�3 3.61 3.95 d1b ,1
12 lb9 '7.69 1250 21A3 s3.T Z?I 270 3.12 3A9 I.90 4.� 6Y
�-J—�.
� � �
i � �`� F�/
��, �N
��V
��= E� 7oi7 , o ���
i� � � i ,. / ///l/ �t_ /0/.3.�
�j� Ioo� . O _
�oo�o l000 loev
G� Ico�S��
(,�-1_ C�+�� ���lrJC�
,"�'A��K- TL�nJ►G T+�,,�}�'
USC ��hl�S �JrY1�
.�'c� ��2✓i a-C �t�5�v�e�vr
F-22
Sizing of Pum� Station
,__.___.__.._...,._. _ ,
1. Determine Surface Area T
Rectangle=Area=L x W '� ti(r 5� /�DO C�,41�. Width
�x 5 -_�square feet �', L
Length —� J;
� —__._.__.__...._.____._.__.__�__._.__._..____,
Circle=Area=n x(Radius� ,
3.14 x x = square feet
Radius
Other=Get Surface Area from Manufacturer n-3.14
�_square feet
2. Calculate Gallons Per Inch (,( 5� 1 00 O �f�� P�J�f��nJ�j /`��K
There are 7S gallons per cubic foot of volume, therefore you must mu`ltiply the area times the
conversion factor and divide by 12 inches per foot to calculate gallons per inch
Areax7.5+12
3S x 7.5+12 =o�a gailons/inch
3. Calculate Gallons to Cover Pump(with 2 inches of water covering pump) ���Sewage Flow in Gallons pa Day(gpd)
(Hei�h�(in)+2 inches) x gallons/inch Number
( � • + a„ �x a o�- =3 4�o gallons a��°�5 �`I 'rY�II "iYa�in ry��v
2 300 7Z5 180 sos
4. Calculate Total Pumpout Volume 3 aso 30o zis �
4 600 375 256
A. To maximize pump life select sump size for 4 to 5 pump operallons per day. 5 �so aso z9a ",�'
�oo �+4 = /5 O gallons per dose 6 io o � 3�0 "°•
B. Calculate drainback s tzoo 6�s aos �"
a. Determine total pipe length,Z-(c0 feet.
b. Determine liquid volume of pipe,/0•5 gallons per 100 feet. (see page F-13) . ,.,,..„s. ��,,,, ,��.
c. Multiply length by volume: Drainback uantity- � 4•4
t. �.r
��feet x/O,Sg gallons+100 ft.=a 7, gallons. .ss �o:ss
C. Total pump out volume equals dose volume+drainback 2
25 24.87
��o $allons per dose+ a7�5 gallons= �TJ. 5 Total gallons 3 3s.a
4 �.�
5. Calculate Volume for Alarm(typically 2 to 3 inches)
Depth(in)x gallons/inch= �
� Rexrve Capacity �
.� x�2_Z�_�gallons
6. Calculate Reserve Capacity(75%'o the daily Elow) Al,�,
Daily flow(see pag e D-�x.7S= �mp�
x.75= 360 g�lons
To Pumpouc Volume �
7. Calculate total gallons �,I„p o�f
gallons over pump+gallons pumpout+gallons alarm+gallons reserve pump Heighc
3+4+5+6
39� + 177 5 + �o(o + ` 60 = Do0 gailons
8. Total Depth (Total gallon divided by gallon per inch)
Total Gailon+g�lon/inch
Ooo +�__�inches
9. F1oat Separation Distance(equal total pumpout volume)
Total pumpout volume+gallons/inch
1�_+�� _ �, inches
F-17
��SELECTION PROCEDLrnE
EfD PERFORATION CF q pERFORATED L4TER4l
A. Determine pump capacity:
���
Gravity Distribution
T�,..,,
1. Minimum suggested is 600 gallons per hour(10 gpm)to stay ahead of .
water use rate. • ��^.�,,,,�,,,. �"b=«'_;Q�k�_
�.�,.,b,a.,�..,
2. Mazimum suggested for delivery to a drop box of a home system is 2,7Q0 . ���d��»a��=��=�ti
nro coo n.ar too
gallons per hour(45 gpm)to prevent build-up of pressure in drop box. ,:,,.q»e ��_�p«, ,�,E,,.
Pressure Distibuhon S�� o r'rf��' S f/E�T �,..,�,.,,,,� ��`�°f«�•�%�°°`
3.a. Select number of perforated laterals
b. Select perforadon spacing= feet �^«W��� •.�����
BN�Pleuwv SenO Lc'w
c. Subtract 2 h.from the rock layer length.
����-2 ft.= feet
d. Determine the number of spaces between perforations.
Length perf.spacing= ft.+ ft.= spaces Etequued Perforaton Discha:ge
e. spaces+ 1 = pesforations/lateral �,�u��a,u,uce�m>
f. Muldply perforations per lateral by number of laterals to D�u:ge ,
Head /32 ma�.'' 3 me��
get total number of perforations. �� x���= perforations. �f���
g' -ge+r Xsawa�- gPm-
1.Oa 0.56 0.74
SELECTED PUMP CAPACTTY v�8 gpm 2.�b �.8� 1.�4
B.Determine head requirements: a. Use for single family homes
1. Elevation difference between ump and point of discharge. b.Use for all other applications
feet
2. If pumping to a pressure distribution system,five feet for pressure
required at manifold if gravity system,zero.
�_feet
3. Friction loss Z 60 �
a. Enter friction loss table with gpm and pipe diameter. Pipe Lrng�h
Read triction loss in feet per 100 feet from table. ' ' ��/°Z`�.5
F.L.= 9. S ft./100 ft of pipe 5„ 5�� µ� Po��of Dischargc
b. Determine total pipe length from pump to discharge Flevaaon Differznce l
point. Add 25 percent to pipe length for fitting
�Pe�= l008,
loss,or use a fitting loss chart. Equivalent pipe S
length-1.25 times pipe length= F-18b
a�fl x 1.25 = 3 0�, _feet
.5 inch 2.�inch 3.0 inch
c. Calculate total friction loss by multiplying � lar�ioon�rP�a
friction loss in h/100 h by equivalent pipe length. 10 0.69 0.20
Total friction loss= `l• 8 x 3a5 +100=�feet 12 0.96 0.28
4. Total head required is the sum of elevation difference, 14 1.28 038
special head requirements,and total friction loss. 16 1.63 0.48
18 2.03 0.60
20 2.47 0.73 0.11
��+ 5 + 302 ZS 3.73 1.11 0.16
(1) (2? (3c) 30 SZ3 1S5 0.23
35 7.90 2.06 030
TOTAL HFAD �3 feet 40 11.07 2.64 039
45 14.73 3.28 0.48
50 3.99 0.58
55 4.76 0.70
C. Pump selection bo s.6o o.sz
3S -- �,9c7 '7 !�/��oJ-�T►�
1. A pump must be selected to deliver at least r '38 - � - 3•��
_�gpm (Step A) with at least 53 feet of Eotal head (Step B). � � �o - ►i.07 --
� _ � X_9. 8
S 3•/7
7= /,9
-- � 3-27
Locat{on or Pro j ect / U�L �� l� /)./ L. D� � "' / > L O! /�. `-' 2 �
Borings nade by T //,',nl (>-�:�/�1 � L�/f''i*- Date _ .S -,� ' / Q
Classification SysCem: A.ASHO ; USDA-SCS x ; Unified ; other
� —
Auge: used (cneck two) : Har.d �, or Power ; F1i�;hE , or B�,:cket )( ; otner
. ;
Depth, Borin� numoer Depth, Borin� numner 2
feet Surface elevation feet Surface elevation
0 0
�3L�� K L� o,� �, ; ���-- �� f �;-� , :
� - �-,�Fy ����k� �L,���.���-� , -
OL 1 V�" (J P � ��.../�� '� �i��l . G'�.�:_`� L�L 'r�,i<. _^ ' ;- � �r'Fr.�;
i �
2 — �y�rr��o o�� �r L'k. c�,��� 2 — �L ;►-t t�,��. �. ! ,� . ' � ;,,.':
, %�, ^ rf-[.t v O�, i�_- r'�. - ' �' �
� 1-.�ri� . ` -- . .
. %
3 — • 3 — . l . ''�:,".
c, — . 4 —
5 — 5 —
� 6 _ 6 _ �.
7 — 7 —
� .
8 — 8 — .
I! �i � �
End of boring at � €es�• End of borir.g at � � fee�.
Standing water Cab1e: . Standin� water table: �
�esent at feet of depth, Present at feet of depth,
hours after boring. hours after borin�.
t�ot present in boring hole �_. � Not present in boring hole �.
*iottled soil: �� riottled soil: � ' �� �
Observed at Z / �eet of depth. Ooserved at 2._� -�e't oz depth.
Hot present in boring hole Not present in borinr hole
Obsurvations and comments: Observations and comm:nts:
� � �
• Lon.,s oF Soi1 Bor'_nrs 1Z-13
_—— J i � �.
' / �f � � �
. . 1.ocation .or Prn ject �L__�_[�.�.�! `�'� li'�-'�-�_�. � ��`` -------
�������' ` , ..
.r"� up ,�Z
Borin�:s nade by. f'> � � '-= --- Da�e � . � "'` ---.
• Classif.ication Systen: C.AS�:O ; USDA-SCS �_; Unif.ied ; other _
. �Aup.er used (check tw�) : tiand �y, o: Po�:er Fli�ht _, or �ucl:et �: oti,,er __
-T ---- ---- ---- - --- 1
�Depth, • ilorinr nu�:her: �__ DePth, iiorinr r.u:^.her _ _.._ ___
ln {� . . ..
F Surf�ce elevation � � Eeet Surf.zce elevation ____
_ect •
n � ---- - - � — — -- -------
; �L�c/� �. o�/�j � - . . .
� — � � __
GQ�Hck CL�y �o�M
. � Rty �jLRc� G I�y l.o�3�'�
� —� � c����E C3R. CL�y L,o�M ' —. .
. 1yo77Lr� DL ►vFB�PCL��f .
� — �,ohN� 3 ---
4 — �, —
S _ 5 --- i
. 6 - I
. . � ,. . . . �
. . , _ � _ � .. _ -
� _ . � _
. � ; ,
,, �
End of borinR at �_ �• Lnd o� borinc� at feet.
, Standing w2ter table: Standin� water table: . '
• F`�esent at feet of depth, Prese^t at feet of� dePth,
hours after borin�. hours af.ter horins:.
tlot present in �orin� h�le �_. �7ot pr�;ent in bor.in� hole �
. .
' `{ottled soil : �� T;oetled soi1:
. . Observed at �_ -�� of depth. ' - �bserved at feet o£ depth. �
' ?;ot rresent in boring holc _ r:ot present in borinr tlole ,
Obs�rvations and cosanents: OUservat'ions:and commenC�:
,. , . �
/
i;-.i��
- ?'ERCOLATIO'1 'r�S'?' D�1i':1 SiI�:.ET
Test l:o1e location �JL��,�Ta1v -1����OC��2:o1c r.u;�;��r I
�- ,
D�C.L' C(.'SC hole Wc1,''i [��Cn�ZC'C] s',J — y� > TiC�(;jl OL �10�C UOL'CO!!1�� �;��:'��:�; ,
Dia�eter of l:o1e, _� incl:es.
Soil dat� fro� test ho1c:
. Depth, inciies So�1 texture
� � / � ��/� �� � ���
.,/ 3 — / � :� n� . C f�} �/ t1�1
�
� l -- -----�--- __
�te�hod ot scratchin� .s�dc:a�11 _ SC.�/� G 1L'/� -------._ _ .
Depch oi pea-sized �ravel in bo�to:n o�� hole, 2 i�icl�es .
2te an nour oL in�t�.a1 watc: fillin�; S"'- 3 �'n
.i�
- l ,���..----
De?th oi inicial water Li11in�;, � Z �;�c?ies abovc hole boe�o:�i.
�tetiiod used to c:•�itltain at lcase: 12 i:1c;:es oL w�ter CICn(:�l 1I: tIO�C Lo_• aL le::,sc
a t;o��s /��f,� L L
Percolation test read�ngs made by a0/U �',�cf►�d r,�,f �:1
a.r:
� _ SCSTL''^.j 2t 2 2 / I).:'.I• • 'l'��:C1^:L:.".: 6;.�..CC?' C1C�)tll c1vOVC }::1�� .;OCC.
date)
�. during test, �_ inches.
T��e i'ercolacion •
�Ti�e Interval, rteasurec�ent, Urop in watcr rac:c, i:e�:��r{<s
Tf�nutes inciies level, inclies mi;:utes per
inch
�
� T � u ��, i � L �--
� I ( ;fi�F, � �
l o h �R '� � � I I
,�� i r --
�
�2 .� � , � , � ��� � �7. 6 / ---- --
3Z S' � � �
3 S � ' � � ' � 3�! ( �' --
s� � , i
Z -� �' � o ' 3 ; 2 � ,..5�
1 I ! .
1 --
_ �
Pcrcolacion ratc � � �� minu�es per inclt.
�
L'-39
PERCOL�'I'IOit 'fP,S'r D:1'!'�1 SE1�.:r:T
/ / ��ll��t7 —Lv/-�— '�
Test :^.o1e 1oc�t'o^ � � �1�+�,�� 2 fiol^_ t1u:::ber
u
Da�e test hole uas �r�parec! �-�[� , Dep�ll oc l:o1e }�ottor.i, /� +;�c:;:`,; .
Dia^_:ecer oi ho1e, �_ inc:les.
� Soi1 data fro� test liolc:
. Depth, incltes Soi1 te:;ture
. . - � - / �� l3�� � ,� ,�� -
�(ethod oP scratch{n� .side�,�all �G�'A �C 1� --- `--------- -
Depth of pea-sized grzvel in bo�com o!� iiolc , � itic:les.
Date and hour oc initisl waCc: Fi11in� `f'"'-3— �d 3�
� p,_�'1._.
Deoth oi initial watcr Lillin�;, ��_ �;;cl;es a�ove iiole boeeo��:.
:f�ci;od used to e�intain at 1c�st 12 inc!:c� oL w4tcr depCi� in hole tar at le;��
4 t:oL=s � �/ L
Percol�tiotl test readings r.::_.�d�� by �p/U �/?0�+�0 ��'/f'� �,:
.�
.;u.
"' /� star�ing at � 2,� �-� . i•!a:•:ir.:�rs �.:ae:er depth above i:o1c bo��:
(date) �
� ,�.m
�_ during test , � inches.
T;�e
Percolation •
T��� Interval, tteasurec�ent, Urop i�: water ra�e, F:e�:iarics
rf�nutes inches level, inclies �inutes per
� � � inch '
7fjRu 2 /S 'L L
3�� � -----
►'W S��-'i � � .
I � r 1 � �
i , , , - . �y
3 — ����ic --�— , , --
3 - „ 1 � I g '� 3 ' « 9 79'
6 ' � � � �
2G �� � � �� � /t� I
I .
I
I "
. 1 =
► � -_
r � I � _:
Pcrcolation ratc � � (J uiinu�c� t�cr iilcll.
�
��-?9
PERCCLATIOP( T�S'r D��'i:i S;i�;"•,T
�.
Test �o1e location �C�,l� �'f�.�,9r3./ -Ll�� .3 - lOc/`C '^�:io1e nu��:uer �
Date test hole was p;cpared �-,� '-� ('j , Dent;h or Vio1e l�otto�i, /y in�!;c:; .
�—
Dia^eter of t�ole, ,� inc!:es.
� Soi1 data fro� test ha1c:
. Deptli, inches Soil te:;ture
� — ��� � ���N G A'c � 4 fl�°"�
<<ethod oi scratchin� .side,�a11 �C/jf1 / � f? �'/Z
Dept11 0� pea-,i�ed �ravel in boCL'om o!� liole, 2 inc?:e:,.
Date and 'nour or initial ��ater fillin�; �f"-,3 -9a s'' „3� j•�1,
Depctl ot init�al water f-illin�;, f�_ i•iches above tiole boeeo:�i.
�,etnod used to maintaiil at lcast 12 �ncLes oC :.�tcr deptii in tiolc �o*- a� � c:�:�c
4 hours �� F j L
?ercolation test readin�s madc by ��n/�J l>--��f�}� � ,��l��w �,:
� �.in.
.
starLir.o at ���� . i•fa:<ir.�u:s �:;�tcr c?eptii a�ove i:o!.�,� , ,�_
( a t e --�.>.c� .
�, during test , , inches.
T;�e n ------
ercolation •
�Ti�e Interval, rteasure�ent, Urop in water rate, [:ei:iari:s
Minutes inches level, inciies �inutes per
inch �
� ( L L
�/j R v ���r � �
Z Z r. -� { � � -
I
� J / �� �9
� / �
<< „ ,s 5--3/� � 7�
a , i � �
? �� � � / 3� S ?/G .�. 7 � �
� � I ��
'� ' ' / / S `/G S
I
� -
Percolation rate = � 9 7 minuCe� per inch.
y
. _ L-39
PERCOL:I'I'IOii TES'r DA'!';1 Si?EI:�,
� TCSC hole locaticn��f LL�,� �O��J "�G��- 3— fC���:2'.'.ole r.u:zbe:
Date test hole was prepared s' ���j Q , DepCil oc liole bottcr.:, /� _..,.. .
� �t-
Dia�eter of hole, inches.
Soi1 data froa test Ilolc:
. Depth, inches Soi1 te:cture
� —� � ,/��f�Cl� � D��
>rect:ou o� sc:�tchin� side�.a�> > .� � /�'�1���� --------- --
Depcti o� pea-sized �ravel in bo�te:;i c� liole , 2 ii��!1��, .
Date and 'nour oi initial taatc: Li11�c:�; � �"' ���
- � �1 .
Deptfl o� initial watcr Lil1i�1L, / 2 incfles above liole uoe�o:�i.
�feti:od used to �aintaiil at least 12 inches ot watcr dentil in tiole �or at le•�sc
�i t10L'?'S � �� ,� L `
Percolat�on test readings made by _a��,J ,��-�C�,. � ����� �:1
,�-'��—�� starcing at 2� ,Z� a.itl. i.fa:tir.�ur� water deptll a�ove i1o�e bot�
(date) �, � -'�"'
�. dur�ng test , �'f inches.
T'-=� Percolac�on
; .
T�ee interval, rfeasurement, Drop in water raCc, I:er.izr;:s
i•finutes inches 1eve1, inclies c�inutes per
incll
T�iQu 2 1 � ��lL
� 3 � ��-', .� 1,
2 1
.� c��, w � �' i
Z ., �r rr
3 2 g �, ► � �, . S�''ii � I
� 2 G ��, � �
� , � i %, �i �
0 � � ��
' , � , � 3� 8 I Q. �/�
`-T I
�
I •
I
1 �
. ` � ----
I �-
Percolation rate n �_y�l minute� per inch.
s
�� ^�
-,J
PERCOL:iTIO't TL'ST D�.'I':l S�rrr'��
Test hole location�� LL�/z f��J —`� �- -�)�10C�-41o1e nu�::ber j
u
Da tc tes t ho 1c c�as prepared �,3 — �(�_ , Den tli o r hole Lo t to^:, /L �;.,�.;`,; .
Dia�eter of ho1e, �_ inches.
Soi1 data from test tiolc:
, Deptti, inciics Soil te:cture
� ��y ��.��f� L, o.��
�(ethod of scratchin� .sideaall _ ,SC;�I{rTe/j �
Dep[h o� pea-sized �ravel in baCto:� ot' l�o1e , 2 inches .
D2te ar.d hour ot initial caater fillin� �_� —�d 2 5�
5------- ��'1.
Depth of initial water Lillin�;, �� inc}ies a�ove liole uac�o:�:.
�Setnod used to naintain at least 12 _nciies o�= water depth in holc _or aL lc::::c
4 �iours E � L l, .
Pe-colation test read�ngs made by �orJ C^r/��,��t/ p �;,��'
� o.:
�—�� �� SCc71"L''_I1f� �.'.t 2 Z, / � , I•(.�.X1C'UI�1 G:�CCY C:CDC�1 �DOVC I10: )� '
(date) /� _ _ .. "
�. during tes t , / iilches.
Ti�e �
; Iercolation .
Ti�e Interval, rteasure�ent, Urop ir. water rate, I:etnarks
t�finutes inches level, inches e�inutes per
Q D�-t) i n c h "' L L
?h�o
�LL __
2,Z � � ( , + �
2 .�'9 �� � �iv /o 's �
Oo 1 �, . ►
p .� � , �y � S,� � . 9.� I
� � ► ,
i ' ' ' � 6 S �0 3 �/ �i ( �7 os� � �
�� � i
„ „ �� '�; — �� 'r� ( 7�3� _
I
1 .
� I
1
� � I �
Percolation rate a /��5 minute� per inch.
0
E:-3`)
P�RCOL:1'1'ZOi1 'i�S'i DA'i';1 SiI�I;T
/� ,/
Test nole location�C�L�L/� pN —L U �-- 3-/710c�`"2 !Io1e nu:n�c:
�.-
Dace test hole was prepared ,s'-,3 -cfa , Depth or hole 1�otto^� �_ ���- •
, ..�..�... .
Diz^_:e�er or tiole, �_ inc!:es.
$O�l G��CS F?"0� CC.',r,C t10�C:
. Depth, inches Soil te:;ture
� - / �/ � 1���Ic� � o�M
�IcChod oP scratcliiti� .sidewal� �_� C �j�'� __ �
• Deo�tl or pea-,;zed �ravel in bo�tom oL liolc , lI1CI1C:; .
Date and hour oi initial �aatcr Pillin� �5--3-cj� �^ 3p/� �,
�------�
Depth oE iniCial water fillin�, / Z inches above hole bot�o:�i.
Mechod used to eaintaiti at 1e�se: 12 inches o� iaatcr deptli in tlole !�or at lc::�c
4 t�au�s E �� �L L
Percolation test rcadings made by �0/�/ ��p��Z� �j��G, �:1
��'- L - �j � �, � a.r,i.
� � starcin �t � il ifa:•:ir.:u��i �.��Ccr ccp�h abovc hulc LJC_
(date)
�. during test , I 8 inches.
T=�e �
� Iercolacion .
Ti�e Interval, rfeasure��ent, Urop in water ratc, I:ei:�arks
TI�nutes incltes level, inclies minutes pe�-
inch
/ OD
71 Rv i 8 �L..--
E i L L�
�..3 � ) �
O D ! / '/ S 3/6
.� O S�� � �
3 '' ' ' /03 �/ '�r l.5
/ —' , �
o , , � , 3 � — , y� --
' ' /
� � � , / 'si c �/ ' i G
� � � � .
. --� — .
Percolation rate s �. �� �C niinue:e� �er inch.
!
�
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NO�� scHEou�e� -'' � �'.��.�
PERMIT N0. '��`l � COMPLETED
ADDRESS �� '` i— �`"'-�
OWNER CONTR. /���f, �{����`�,�"? ��•
� } , fi' aF�—�`� ��r--
TELEPHONE NO.
� DESCRIPTION
� 01 FOOTINO 11 MECHANICAL RI 18IXCAV/GRADINQJFIWN(3
y 02 FRAMINQ 13 MECHANICAL FINAL 19 LAI�SHOREJWETLANDS
Q 03 tNSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z pq yy,qLL gp, 12 WATER HOOK-UP 17 SITE INSPECTION
Q
= p5�ry►�q� 14 SEWER HOOK-UO 06 PROGRESS
F` 07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT
J
Q 07 DEMO—FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
i 09 PLUMBINO RI 23 SEPTIC FINAL,; 35 HARD COVER HEMOVAL
J 10 PLUMBINO FINAL � 36 FOUNDATION REMOVAL
� OWNER/CONTRACTOR TO�(EET YOU:_YES NO
� COMMENTS: -� �✓ "4' � � �
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O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
0 BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. r- pHOTOTAKEN
INSPECTOR WILL RETURN `
❑STOP ORDER POSTED.CALL INSPECTOR '== CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.47�73cJ7
OwnerlCoMra r
Inspector. '�'-"-' � ' ' �
White Copyllnspector's File Canary CopyfSite Notice
i/
i
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED ���s��� -�
PERMIT NO. `�%���i coMP�ETEo ' '
ADDRESS `� � �',� ,�� � i
OWNER CONTR. ' �'�'�
�
TELEPHONE NO.
� DESCRIPTION //�?'�_.�
� Ot FOOTINO 11 MECHANICALRI 18IXCAV/ORADIN(3/FIWNO
� 02 FRAMIN� 13 MECHANICAL FINAL 19 IAI�SHOREJWETLANDS
Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q
= 05 FINAL 74 SEWER HOOK-UO O6 PROGRESS
~ 07 DEMO—SITE NT. 21 COMPLAINT
J
� 07 OEMa—FINAL SEPTIC INS 22 FOLLOW-UP
= 09 PLUMBINO RI 35 HARD COVER REMOVAL
v 10 PLUMBIN 36 FOUNDATION REMOVAL '
Z OWNE _�TO ME _ ES NO 7�
� COMMENTS: ~ y✓�%�` /�����
� -.:�� � ..�i
,
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���CORRECT WORK&PROCEED u ISSUE CERTIFICATE OF OCCUPANCY
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
� BEFORECOVERING PERMANENT
❑CORRECTUNSAFECOND�TIONWITHIN HOURS. L pHOTOTAKEN
INSPECTOR WILL REfURN
O STOP ORDER POSTED.CALL INSPECTOR
C CITATION ISSUED
�INSPECTION REQUIRED.CALL TO AFiRANGE ACCESS.
Call for the next ins ction 24 hours in advance.473-7357
OwnerlContract o
Inspector. , ° - - �`
White Copyllnspector's File Canary CopylSite Notice
-
/
�
DATE TIME
CITY OF ORONO ca��Eo iN �'` -'���
INSPECTION NOTICE scHEou�eo �' -,� �%,.�%�- ���j
., �� �,l �
PERMIT N0. 5 = � COMPLETED
ADDRESS C%7"�� � L� (� �`�i r ii l ��
I
OWNER CONTR. !�� ��< c �.� J'=<� ���� .;.hicf ,
TELEPHONE N0. `� � / ' �/J�
� DESCRIPTION ��.-��� /;�,:�'-��'.�,Cc�--��-f '� i� � ` C-1..-
� 01 FOOTIN(3 11 MECHANICAL RI 18IXCAV/GHADIN(3/FIWNCi
y 02 FRAMINd 13 MECHANICAL FINAL 19 LAI�SHOREJWETLANDS
Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
� 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q
= 05 FINAL 14 SEWER HOOK-UO 06 PROGRESS
F` 07 DEM�SITE 27 SEPTIC MAINT. 21 COMPLAINT
J
�Q 07 DEMO—FINAL �15 S_EPTIC INSTALI: , 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTiCftPhlt-- "" 35 HARD COVER REMOVAL
v 10 PLUMBINQ FINAL 36 FOUNDATION REMOVAL
� OWNER/CONTRACTOR TO M YO�J:_YES_NO ,
� COMMENTS: �� � % :- <�
� ' � i�/�
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DATE TIME
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� 02 FRAMING 13 MECHANICAL FINAL 19 LAI�SHORE/WETLANDS
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~ 07 DEM�SITE 27 SEPTIC MAINT. 21 COMPLAINT
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= 09 PLUMBING RI 23 SEPTIC FlNAL 35 HARD COVER REMOVAL
v 10 PLUMBINQ FINAL 36 FOUNDATION REMOVAL
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